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建筑结构工程玻璃幕墙施工组织设计Ph = 2.9624x1.175/2 = 1.74 KN Pv =0.84×1.175/2=0.5KN
[V] = 7.04 KN; [N] = 9.26 KN
华北电力科学研究院有限责任公司综合实验楼幕墙工程结松 North China ElectricScience&ResearchInstitute Co.,Ltd.IntegratedLaboratory ? StructuralCalculationforCurtainWall
2.4角钢横梁(Steelangletransom)
酒店施工方案材料(Material):Q235
华北电力科学研究院有限责任公司综合实验楼幕墙工程结松 North China ElectricScience&ResearchInstitute Co.,Ltd.IntegratedLaboratory ? StructuralCalculationforCurtainWall
华北电力科学研究院有限责任公司综合实验楼幕墙工程结松 North China ElectricScience&ResearchInstitute Co.,Ltd.IntegratedLaboratory ? StructuralCalculationforCurtainWall
Smax=47.92N/mm^2 变形图(Deformationfigure) 华北电力科学研究院有限责任公司综合实验楼幕墙工程结构计算本 orthChinaElectricScience&ResearchInstitute Co.,Ltd.IntegratedLaboratoryBuildin StructuralCalculationforCurtainWallProjec 2.5钢方通立柱(SteelRHSmullion) 黄梁传力于立柱(Steelangletransferloadton H=1m板块(Panel): 标准值(Characteristicvalue): Ph,k =1.26x2=2.52 KN 0001 Pv,k = 0.44x2 = 0.88 KN M =0.06x2=0.12 KN·M O09 0001 设计值(Design value): Ph = 1.74x2 = 3.48 KN 052 Pv = 0.54x2 =1.08 KN M =0.08×2 =0.16 KN·M 0S2 0001 H=0.75m板块(Panel): 标准值(Characteristic value): 8 Ph,k =2.52x0.75 =1.89 KN 0001 5.5 Pv,k =0.88x0.75 =0.66 KN M =0.012x0.75=0.09 KN·M 052 设计值(Design value): 092 Ph =3.48x0.75 =2.61 KN Pv =1.08x0.75 =0.81 KN 000 M =0.16x0.75 =0.12 KN·M 0050 0001 0.75m/1m板块(Panel): 标准值(Characteristicvalue): 0S Ph,k=2.52x0.875=2.205 KN OS Pv,k=0.88x0.875=0.77KN M =0.12x0.875=0.105 KN·M 0001 设计值(Design value): 0000 Ph =3.48x0.875=3.045 KN 000 Pv =1.08x0.875 =0.945 KN M =0.16x0.875 =0.14 KN·M 华北电力科学研究院有限责任公司综合实验楼幕墙工程结构计算市 lorthChinaElectricScience&ResearchInstituteCo.Ltd.IntegratedLaboratoryBuilding StructuralCalculationforCurtainWallProjec 模型图(Modelfigure)节点编号(Nodenumbering)杆件编号(Barnumbering) 华北电力科学研究院有限责任公司综合实验楼幕墙工 NorthChinaElectricScience&ResearchInstituteCo.,Ltd.IntegratedLabora StructuralCalculationforCurtai Smax=172.14N/mm^2 变形图(Deformationfigure) 变形图(Deformationfigure) 华北电力科学研究院有限责任公司综合实验楼幕墙工 NorthChinaElectricScience&ResearchInstituteCo.,Ltd.IntegratedLabora StructuralCalculationforCurtai 3.窗式幕墙(WindowCurtainWall) 华北电力科学研究院有限责任公司综合实验楼幕墙工 NorthChinaElectricScience&ResearchInstituteCo.,Ltd.IntegratedLabora Structural CalculationforCurtai 3.1玻璃(Glass) 玻璃属性(Glassproperties) 玻璃等效厚度(Equivalentthicknessoftheinsulatingglass) te=0.95×(t1^3+t2^3)^(1/3)=0.95×(6^3+6^3)^(1/3)=7.18mm Sk=1.856+0.5×(0.061+0.061)=1.917Kpa 平北电力利学洲究院有限资性公司综合实验楼希插工程结构计算 NorthChinaElectricScience&ResearchInstituteCo.,Ltd.IntegratedLaboratoryBuilding StructuralCalculationforCurtainWallProjec 最大变形(Themaxdeformation): Umax=nxWk×a^4xn'/D =0.0046×(1.917/1000)×1650~4×0.7444/2313413.95 =21.03mm<[U],OK! 尖岗山市政工程安全文明施工方案最大变形(Themaxdeformation): Umax=nxWkxa^4xn'/D =0.0046×(1.917/1000)×1650~4×0.7444/2313413.95 = 21.03 mm <[U], OK! 最大变形(Themaxdeformation): Umax=nxWkxa^4xn'/D =0.0046×(1.917/1000)×1650~4×0.7444/2313413.95 = 21.03 mm <[U], OK! 华北电力科学研究院有限责任公司综合实验楼幕墙工程结构计算 orthChinaElectricScience&ResearchInstituteCo.,Ltd.IntegratedLaboratoryBuildin StructuralCalculationforCurtainWallProjec 3.2横梁(Transom) 华北电力科学研究院有限责任公司综合实验楼幕墙工程结构计算 orthChinaElectricScience&ResearchInstituteCo.,Ltd.IntegratedLaboratoryBuildin StructuralCalculationforCurtainWallProjec 华北电力科学研究院有限责任公司综合实验楼幕墙工程结构计算 orthChinaElectricScience&ResearchInstituteCo.,Ltd.IntegratedLaboratoryBuildin StructuralCalculationforCurtainWallProjec 精装修工程细部节点构造标准做法 89页.pdf3.3立柱(Mullion) 校核立柱构件密度(Uniform gravitydensityformullionchecking):G"=0.5Kpa Fek"=β×αxG"=5×0.16×0.5=0.4Kpa 则最大弯曲应力(Therefore the max.bending stress in the transom)